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<br />N 88'34'32" W 197.48'
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<br />40.42' 1 41.00' 41.00'
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<br />ASL$ OF BEARING: i � -- �- - - - - -7
<br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT
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<br />5' PSDE
<br />LENGTH
<br />L7
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<br />5.00'
<br />LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE
<br />N21.25'28" E
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<br />OF PAVEMENT TAKEN AS N 21'0253S' E 1271.33 BETWEEN
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<br />26 w0v
<br />FOUND MONUMENTS AS SHOWN ON THE MAP OF
<br />•
<br />N68*34'32!'W
<br />5.00'
<br />100
<br />N
<br />N88'34'3:VW
<br />�
<br />2425± SO FT
<br />SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES
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<br />25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA 'c
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<br />N21 °25'28" E
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<br />N21 °25'28" E
<br />COORDINATE SYSTEM ZONE 3.
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<br />N88 °34'32" W
<br />248 SO FT
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<br />5' PSDE L9 -.
<br />5' PSDE L10-
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<br />co 28 21-97' j 37.17'
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<br />amm MIMI
<br />75.06'
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<br />25 w
<br />2617± SO FT •
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<br />0
<br />N8E'34'32"W N68034'32"
<br />to
<br />31.84'
<br />..� 37.87'
<br />15.34' 113.50 '
<br />24
<br />19
<br />2055± SO FT
<br />to 10' PSDE
<br />tQ 3784x- SW FT , L12 w to
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<br />PCL 4 '� ` N5E'34'32 W ... -... N58`34'32 �
<br />� -. � ti 21.50
<br />(187' PM 26--#373)
<br />`? 59.13 ,� ► 51.35
<br />. . C7 N 88 3 4 32 ,
<br />C" �f . C 16,24' "" i °° i
<br />l � G L12 `
<br />N 8 4' "i '' t L20'� 2054± SO FT i
<br />Y = 545,$24.33 3 32 L.- w
<br />AT 28.49' z a
<br />X = 1,471,170.34 v. L10 c)
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<br />N 88 34 32 W 539.58' (T) , L9
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<br />21 s5D' � � 13.5D # U.1
<br />41.33' 41.33' � 1 18.34
<br />3.28 L21 --- , 37.82
<br />I �........� .... ..�,.... - _�... C 14 � - N 68 34 32 W -J I �`T 31.84' N68'34'32" 1
<br />31 I2
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<br />1 00 uj 2700± FT` N 00 Ob
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<br />to
<br />054± SQ FT to c,4 --�, cn
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<br />NQTESO s
<br />1. ALL DIMENSIONS ARE IN FEET AND DECIMALS
<br />THEREOF. DISTANCES ARE GROUND DISTANCES,
<br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF
<br />THE AREA SUBDIVIDED BY THIS MAP.
<br />3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE
<br />LINES DEFINED BY CROSSES ON TOP OF CURBS AT
<br />LOT LINE PROLONGATIONS.
<br />4. 2" x2" HUBS TAGGED RICE 32110 SHALL BE SET AT
<br />REAR LOT CORNERS.
<br />5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE
<br />AS SHOWN HEREIN SHALL BE MAINTAINED BY THE
<br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS
<br />OF THE C C & R'S.
<br />5. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N.
<br />A STREET AND B STREET) ARE PUE AND EVA.
<br />COURSE TABLE
<br />COURSE
<br />5' PSDE
<br />LENGTH
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<br />5.00'
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<br />N21.25'28" E
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<br />3.28 L21 --- , 37.82
<br />I �........� .... ..�,.... - _�... C 14 � - N 68 34 32 W -J I �`T 31.84' N68'34'32" 1
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<br />NQTESO s
<br />1. ALL DIMENSIONS ARE IN FEET AND DECIMALS
<br />THEREOF. DISTANCES ARE GROUND DISTANCES,
<br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF
<br />THE AREA SUBDIVIDED BY THIS MAP.
<br />3. LOTS WITH STREET FRONTAGE SHALL HAVE SIDE
<br />LINES DEFINED BY CROSSES ON TOP OF CURBS AT
<br />LOT LINE PROLONGATIONS.
<br />4. 2" x2" HUBS TAGGED RICE 32110 SHALL BE SET AT
<br />REAR LOT CORNERS.
<br />5. PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE
<br />AS SHOWN HEREIN SHALL BE MAINTAINED BY THE
<br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS
<br />OF THE C C & R'S.
<br />5. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N.
<br />A STREET AND B STREET) ARE PUE AND EVA.
<br />COURSE TABLE
<br />COURSE
<br />BEARING
<br />LENGTH
<br />L7
<br />N21'2528" E
<br />5.00'
<br />L8
<br />N21.25'28" E
<br />13.83'
<br />L9
<br />N88'34'32" W
<br />1.33'
<br />L10
<br />1 58'3432" W
<br />2,33'
<br />L11
<br />N21'2528" E
<br />4.00'
<br />L12
<br />N8634'V*W
<br />3.68'
<br />L13
<br />N68*34'32!'W
<br />5.00'
<br />L14
<br />N88'34'3:VW
<br />13.83'
<br />L15
<br />N21'25'28" E
<br />1.33'
<br />L1 8
<br />N21 *25'28'# E
<br />2.33'
<br />L17
<br />N88'34'327W
<br />4.00'
<br />L18
<br />N21 °25'28" E
<br />3.58'
<br />L19
<br />N21 °25'28" E
<br />20.00'
<br />L20
<br />N88 °34'32" W
<br />7.50'
<br />L21 ±
<br />N88'3432 N
<br />3.71'
<br />CURVE TABLE
<br />COURSE
<br />13.50 3
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<br />$.' .� lok
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<br />4.00'
<br />90 000'00"
<br />6.28'
<br />C12
<br />1-50$
<br />90700'00"
<br />.2.38'
<br />2054± SO FT
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<br />45.00'
<br />49 °39'05"
<br />39.00'
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<br />2'43'57$'
<br />2.15'
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<br />45.00'
<br />46* 55'08"
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<br />CURVE TABLE
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<br />RADIUS
<br />DELTA
<br />LENGTH
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<br />4.00'
<br />90 000'00"
<br />6.28'
<br />C12
<br />1-50$
<br />90700'00"
<br />.2.38'
<br />C8
<br />10.00'
<br />85059'58"
<br />15.01'
<br />C9
<br />33.00'
<br />45!39'03'
<br />26.29'
<br />C10
<br />45.00'
<br />49 °39'05"
<br />39.00'
<br />C 11
<br />45.00'
<br />2'43'57$'
<br />2.15'
<br />C12
<br />45.00'
<br />46* 55'08"
<br />36.85'
<br />C13
<br />41.50'
<br />2917'01"
<br />14.89'
<br />C14
<br />38.50'
<br />14'38'49"
<br />9.33'
<br />C15
<br />33.00'
<br />35° 13'1 S'
<br />20.29'
<br />--- - -�._- _...� ,� N58"34'32 1I N N I V I
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<br />34 101 (TOT` LOT)
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<br />1 13' 13' 1 59.50' , 80.85' 4 -- c� 4 .
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<br />N 68 34 32 520.64 (T -:.
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<br />c' WAVERLY DRIVE 00.0 20
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<br />0 N-11
<br />0 3542 SO FT Uj
<br />EBMUD .08 AC
<br />WC WD
<br />90.00' 73.85'0. Li
<br />N88 34 32 W 547.83 (T)
<br />C), ,
<br />N 88'34'32" • W 580.831 (T)
<br />----- - - - - -- - - - -- - ---------- - - - - --
<br />64
<br />SEE SHEET 13
<br />t
<br />GRAPHIC SCALE
<br />20 0 20 40
<br />IN FEET
<br />U B. D H V I 0"Ap"O N *0 6 7
<br />TA-ulm JFAHam\wF, &`D
<br />BEING A SUBDIVISION OF
<br />PO TIO IS OF ARCr.L,--.-) 2, 3 AN D 4 AS SHOWN ON
<br />MIS 752-98 RECORDED IN BOOK 176 OF
<br />PARCEL- MAPS PAGE 40 ON MAY 17$ 1999
<br />DOC. 00
<br />CONTRA COSTA COUNTY. RECORDS..
<br />C OF RICHMOND
<br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA
<br />MAY 2003 SCALE: 1 0
<br />CSW2003
<br />2
<br />B
<br />ENGINEERING s t
<br />GROUP,
<br />CONSULTING ENGINEERS
<br />790 DeLong Ave., Novato, CA. 94945
<br />(415) •
<br />SHEET r OF 14
<br />\ 142195 \OWG \FM$.DWG
<br />XREF: FM.DWG
<br />81581.4
<br />
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